首页 | 本学科首页   官方微博 | 高级检索  
     

轻骨料混凝土剪扭构件的最小配筋率
引用本文:邵永健,朱聘儒,王晓锋,白生翔. 轻骨料混凝土剪扭构件的最小配筋率[J]. 工业建筑, 2006, 36(10): 90-92
作者姓名:邵永健  朱聘儒  王晓锋  白生翔
作者单位:苏州科技学院,苏州,215011;中国建筑科学研究院,北京,100013
摘    要:根据最小配筋率的确定条件和轻骨料混凝土结构的研究成果,推导了轻骨料混凝土构件受剪时的最小配箍率计算公式,受剪扭时的最小配箍率计算公式和受扭纵向钢筋的最小配筋率计算公式,为《轻骨料混凝土结构技术规程》[1]的编制提供依据。

关 键 词:轻骨料混凝土  规程  剪扭构件  最小配箍率  最小纵筋配筋率  计算公式
收稿时间:2005-12-30
修稿时间:2005-12-30

THE MINIMUM STEEL RATIO OF REINFORCED LIGHT-WEIGHT AGGREGATE CONCRETE MEMBER UNDER SHEAR AND TORSION
Shao Yongjian,Wang Xiaofeng,Bai Shengxiang,Zhu Pinru. THE MINIMUM STEEL RATIO OF REINFORCED LIGHT-WEIGHT AGGREGATE CONCRETE MEMBER UNDER SHEAR AND TORSION[J]. Industrial Construction, 2006, 36(10): 90-92
Authors:Shao Yongjian  Wang Xiaofeng  Bai Shengxiang  Zhu Pinru
Affiliation:1.Suzhou Institute of Science and Technology Suzhou 215011;2.China Academy of Building Research Beijing 100013
Abstract:According to determining condition of minimum steel ratio and achievements in research on light-weight aggregate concrete structures,the calculation formulas of minimum steel ratio were derived from shear and torsion.It presented the basis for compiling "Technical Specification for Light-Weight Aggregate Concrete Structures".
Keywords:light-weight aggregate concrete specification member under shear and torsion minimum stirrups ratio minimum ratio of longitudinal steel calculation formula
本文献已被 CNKI 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号